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Journal Articles

Revisiting Nigawa landslide of the 1995 Kobe earthquake

Geotechnique (2014) 64 (5): 400–404.

https://doi.org/10.1680/geot.12.T.019

Published: 01 April 2014

...H. LING; H.I. LING; T. KAWABATA A simplified pseudo-static limit equilibrium approach is used to analyse a full-scale slope failure that occurred during the 1995 Kobe earthquake. The slope is 28 m high, having a gentle angle of 26·5°, and has a factor of safety as high as 2·43 in the absence...

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Journal Articles

Centrifuge modelling of models of seismic effects on saturated earth structures

M. M. Dewoolkar, H.-Y. Ko, R. Y. S. Pak

Geotechnique (1999) 49 (2): 247–266.

https://doi.org/10.1680/geot.1999.49.2.247

Published: 01 April 1999

... pore fluid. It was also concluded that seismic modelling of models can be achieved only if a suitable substitute pore fluid is used. However, depending on the type of model, type of earthquake motion, and drainage boundary conditions, a false indication of achievement of seismic modelling of models can...